| [2] |
王 非，缪林昌. 落水洞上覆路堤土工加筋设计新方法[J]. 东南大学学报，2009，39(6)：1 217-1 221.(WANG Fei，MIAO Linchang. New design method of geosynthetic-reinforced embankment over sinkholes[J]. Journal of Southeast University，2009，39(6)：1 217-1 221. (in Chinese))
|
| [9] |
LUNARDI P，BARLA G. Full face excavation in difficult ground[J]. Geomechanik Und Tunnelbau，2014，7(5)：461-568.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [4] |
加 瑞. 盾构隧道垂直土压力松动效应的研究[硕士学位论文][D]. 南京：河海大学，2007.(JIA Rui. Study on relaxation effect of vertical pressure for shield tunnel[M. S. Thesis][D]. Nanjing：Hohai University，2007.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [5] |
武 军，廖少明，张 迪. 基于颗粒流椭球体理论的隧道极限松动区与松动土压力[J]. 岩土工程学报，2013，35(4)：714-721. (WU Jun，MIAO Shaoming，ZHANG Di. Loosening zone and earth pressure around tunnels in sandy soils based on ellipsoid theory of particle flows[J]. Chinese Journal of Geotechnical Engineering，2013，35(4)：714-721.(in Chinese))
|
| [7] |
汪成兵，朱合华. 埋深对软弱隧道围岩破坏影响机制试验研究[J]. 岩石力学与工程学报，2010，29(12)：2 442-2 448.(WANG Chengbing，ZHU Hehua. Experimental study of influence mechanism of buried depth on surrounding rock failure of tunnel constructed in soft rock[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(12)：2 442-2 448.(in Chinese))
|
| [10] |
刘燕鹏. 软弱破碎隧道围岩压力拱动态特性研究[硕士学位论文][D]. 西安：长安大学，2013.(LIU Yanpeng. Study on the dynamic pressure arching characteristics of the tunnel constructed in soft surrounding rock[M. S. Thesis][D]. Xi?an：Chang?an University，2013.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [12] |
MARIEE A A，BELAL A M，EL-DESOUKY A. Application of the convergence-confinement approach to analyze the rock-lining interaction in tunnels(case study：Shimizu tunnel)[J]. Aerospace Sciences and Aviation Technology，2009，13(15)：1-11.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [15] |
陈 涛，梅志荣，李传富，等. 隧道玻璃纤维锚杆全断面预加固技术的应用研究[J]. 现代隧道技术，2008，(增1)：226-231.(CHEN Tao，MEI Zhirong，LI Chuanfu，et al. Construction parameters serialization for advance consolidationof large profile tunnels[J]. Modern Tunnelling Technology，2008，(Supp.1)：226-231.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [3] |
吕伟华，缪林昌，王 非. 基于不完全土拱效应的土工格栅加固机制与设计方法[J]. 岩石力学与工程学报，2012，31(3)：632-639.(LU Weihua，MIAO Linchang，WANG Fei. Mechanism of geogrid reinforcement based on partially developed soil arch effect and design method[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(3)：632-639.(in Chinese))
|
| [13] |
ATTEWELL P B，BODEN J B. Development of stability ratios for tunnels driven in clay[J]. Tunnels and Tunnelling International，1971，3(3)：195-198.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [1] |
李 奎. 水平层状隧道围岩压力拱理论研究[博士学位论文][D]. 成都：西南交通大学，2010.(LI Kui. Pressure arch theory study of horizontal bedded tunnel surrounding rock[Ph. D. Thesis][D]. Chengdu：Southwest Jiaotong University，2010.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [11] |
LUNARDI P. 岩土控制变形分析法(ADECO-RS)[M]. 北京：中国铁道出版社，2011：88-90.(LUNARDI P. Analysis of controlled deformation in rock and soils(ADECO-RS)[M]. Beijing：China Railway Publishing House，2011：88-90.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [8] |
何本国，张志强，阚 呈，等. 基于拱效应的软岩大断面隧道锚杆作用效应研究[J]. 武汉理工大学学报，2013，35(1)：103-107.(HE Benguo，ZHANG Zhiqiang，KAN Cheng，et al. Support mechanism behavior of bolts for large cross-section tunnel in soft rock based on arch effect[J]. Journal of Wuhan University of Technology，2013，35(1)：103-107.(in Chinese))
|
| [6] |
李 君，陈仁朋，孔令刚. 干砂地层中盾构开挖面失稳模式及土拱效应试验研究[J]. 土木工程学报，2011，44(7)：142-148.(LI Jun，CHEN Pengren，KONG Linggang. Model test study of the failure mechanism of shallow tunnels in dry sands[J]. China Civil Engineering Journal，2011，44(7)：142-148.(in Chinese))
|
| [16] |
旷文涛. 超前预加固大断面隧道围岩稳定性影响因素研究[硕士学位论文][D]. 成都：西南交通大学，2010.(KUANG Wentao. Study on factors of influencing rock stability of advance reinforced tunnel with large cross-section[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2010.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [14] |
INDRARATNA B，KAISER P K. Analytical model for the design of grouted rock bolt[J]. International Journal for Numerical and Analytical Methods in Geomechanics，1990，14(4)：227-251.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
2017, Vol. 36 
